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Full text of "The ground-water resources of Westchester County, New York, part 1, records of wells and test holes"

STATE OF NEW YCtlK 
DEPARTMIENT OF CONSERVATION 
WATER POWER AND CONTROl. COMMISSION 


THE GROUI
D WATER RESOURCES 
OF WESTCHE5.TER COUI
'rY, I
EW YORK 


Part I, Records of Wells and Test Holes 


By 
E. S. ASSELSTINE AND I. G'. GROSSMAN 
Geo/cigists, U. S. Ge%gi'cal Survey 


Prepared by fhe. 
U. S. GEOLOGICAL SUR'
EY 


In c:ooperation with the 
NEW YORK WATIER FIOWIER AND CCtNTROL COMMISSION 


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BULLETIN CW-35 
ALBANY, N. Y. 
1955 



STATE OF NEW YORK 
DEPARTMENT OF CONSERVATION 
WATER POWER AND CONTROL COMMISSION 


THE GROUND WATER RESOURCES 
OF WESTCHESTER COUNTY
 NEW YORK 


Part I
 Records of Wells and Test Holes 


By 
E. S. ASSELSTINE AND I. G. GROSSMAN 
Geologists, U. S. Geological Survey 


Prepared by the 
u. S. GEOLOGICAL SURVEY 


In cooperation with the 
NEW YORK WATER POWER AND CONTROL COMMISSION 


BULLETIN GW-35 
ALBANY, N. Y. 
1955 



STATE OF NEW YORK 
DEPARTMENT OF CONSERVATION 
WATER POWER AND CONTROL COMMISSION 


LOUIS A. WEHLE..................... Conservation Commissioner-Chairman 
JOHN W. JOHNSON.... .... .. .. . ... ........ . Superintendent of Public Works 
JACOB K. JAVITS............. . . . . . . . . . . . . . . . . . . . . . . . . . . . .Attorney General 
JOHN C. THOMPSON.................................... Executive Engineer 


U. S. DEPARTMENT OF THE INTERIOR 
Douglas McKaYI Secretary 


GEOLOGICAL SURVEY 


WILLIAM E. WRATHER........................................... .DirectO'l
 
CARL G. PAULSEN. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Chief Hydraulic Enginee'r 
A. NELSON SAYRE.............................Chief, Ground Water Branch 
JOSEPH E. UPSON....................................... .DiStrict Geologist 



CONTENTS 


PAGE 
Abstract ..................................................... 1 


Introduction ................................................. 1 
Collection and presentation of data. . . . . . . . . . . . . . . . . . . . . . . . . . 2 
Personnel and acknowledgments. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 


General geologic and hydrologic features. . . . . . . . . . . . . . . . . . . . . . . . . 4 
Unconsolidated deposits.................................... 4 
Bedrocks .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 


List of G W bulletins. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Back cover 


Plate 1. 
2. 
3. 


IllUSTRATIONS 


Map of northwestern Westchester County showing loca- 
tion of wells and test holes. . . . . . . . . . . . . . . . . . . . . . . . .. In pocket 
Map of northeastern Westchester County showing location 
of wells and test holes. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. In pocket 
Map of southern Westchester County showing location of 
wells and test holes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . In pocket 


Figure 1. Index map of New York State showing areas of coopera- 
tive ground-water studies. . . . . . . . . . . . . . . . . . . . . . . . . . 


Table 1. 
2. 
3. 


2 


TABLES 


Drillers' logs of selected wells and test holes in vVest- 
cllester County................................... 6 
Records of selected wells and test holes in Westchester 
County .......................................... 19 
Index of wells by owners. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 




The Ground Water Resources of Westchester County, New York 
Part I, Records of Wells and Test Holes 


By E. S. ASSELSTINE AND 1. G. GROSSMAN 


ABSTRACT 


This is the first af a twa-part repart an the graund-water resaurces af Westchester Caunty. 
It includes a table af lags shawing the material penetrated in 96 wells and barings, and a table 
cantaining infarmatian an the canstructian, use, water-bearing material, and ather data far mare than 
1,100 wells. An intraductary statement cantains brief descriptians af the cansalidated bedracks, and 
uncansalidated surficial depasits, which tagether are the saurce af an graund water in the Caunty. 


INTRODUCTION 


This repart camprises tables af data an wens in Westchester Caunty, maps shawing the la
a- 
tian af the wens, and a brief descriptian af the principal water-bearing units penetrated by wells. It 
is being published as Part I af a camplete repart an the graund-water resaurces af the Caunty. T\e 
Westchester graund-water study is part af a caaperative pragram in New Yark State which is being 
carried an by the United States GealagicarSurvey in caaperatian with the New Yark Water Pa
Ter 
and Cantral Cammissian. The purpase af this pragram is to' callect and interpret data relating to' 
the accurrence, quality, and availability af graund water. 
The results af the caaperative investigatians are published by the Water Pawer and Cantral 
Cammissian 0'1' the U. S. Gealagical Survey. The back caver af this repart cantains a list af the 
bulletins published to' date. The index map (fig. 1) shaws Westchester Caunty and the ather caunties 
and areas in which similar investigatians have been 0'1' are being canducted. 
Westchester Caunty is in the sautheastern part af the State af New Yark. It is baunded an the 
narth by Putnam Calulty, Dn the east by Cannecticut, an the sauth by Lang Island Saund and Bra"'lX 
Caunty, and an the west by the Hudsan River. The Caunty cansists af an irregularly-shaped ar'3a 
af 435 square miles, with a maximum narth-sauth length af abaut 31 miles and a maximum east-west 
width af abaut 25 miles. Accarding to' the 1950 Census af Agriculture af the U. S. Department af 
Cammerce, 17.4 percent af the land area af the Caunty is in farms. The populatian is cancentrated 
in the sauthern half af the CDunty and to' a lesser extent in the narraw belt alang the Hudsan River. 
The narthern part af the Caunty, which is in the rugged Hudsan Highlands, is mare thinly paI'l- 
lated. The 1950 papulatian in unincarparated tawn areas was 106,749 as campa red with 337,064 in 
cities and 157,244 in incarparated vinages. 
Engineering and planning studies by variaus graups, including the Westchester Caunty Water 
Agency and its predecessar, the vVestehester Water vVarks Canference, have indicated an urgent ne
d 
far graund-water infarmatian. The graund-water study in Westchester Caunty was started in August 
1950 at the request af the Caunty and State agencies. 
The repart an the graund-water resaurces af Westchester Caunty has been planned in twO' 
parts. The wen data are released in advance as Part I because af their value to' cantractars and CDn- 
sultants, Caunty planning graUiJs, and praspective users af graund water in the area. Part II, whi 
h 
win be prepared later, will cantain interpretive material an the gealagy and an the accurrence and 
availability af graund water, as wen as water analyses and recards far selected springs. Hawever, it 
will be based primarily an the wen data cantained in this part af the repart. 


1 



Collection and Presentation of Data 
The general objective of the cooperative ground-water investigation is to determine the loca- 
tion, type of occurrence, source, chemical quality, quantity and availability of ground water in West- 
chester County. This requires mapping the water-bearing formations and studying their distribution, 
thickness, and eapacity to store and transmit water. During the field studies that preceded this re- 
port, information was collected on the constructional and other features of more than 1,500 wells. 
Records of more than 1,100 of these are included in table 2. Three of these wells (We 2, 3, and 4) 
are used by the U. S. Geological Survey in observing the fluctuation of ground-water levels. In addi- 
tion, water-level records are also availab
e for well We 1 for the period from April 1951 to May 1953. 
The complete record of water-level measurements for each of these observation wells is on TIle in the 
Albany, N. Y., office of the Ground Water Branch of the Geological Survey. 
The location of wells and test holes for which records are contained in this report is shown on 
plates 1, 2, and 3. The locations are arbitrarily numbered in the order in which the records were col- 
lected, beginning with vVe 1. As an aid in locating a we:l on maps of New York State, meridian lines 


UNITE 0 STATES 
GEOLOGICAL SURVEY 


COOPERATIVE GROUND-WATER INVESTIGATION 


STATE OF NEW YOI'" 
WATER POwER AND CONTROl. COMMISSION 


I 
l 


N 
1 


EXPLANATION 


- 
THIS REPORT 
\". ". 
 
INVESTIGATION IN PROGRESS 

 
REPORT PUBLISHED OR IN PRESS 
Gw - wATER POWER AND CONTROL COMMISSION 
GROUND - WATER BULLE TIN 
CIR-GEOLOGICAL SURVEY CIRCULAR 


SCALE 


10 10 20 30 
.. ' . 


ATLANTIC OCEAN 


Figure 1.-Area covered by this report and other areas in Upstate New York for which ground-water reports 
have been published or investigation is in progress. 


2 



at 15-minute intervals are lettered consecutively from west to east, beginning with" A" for meridian 
79°45', and ending with "Z" for meridian 73°30'. Similarly, parallels of latitude are numbered at 
15-minute intervals from north to south, beginning with" 1" for parallel 45°00' and ending with" 17" 
for parallel 41°00'. The coordinate letters and numbers applying to Westchester County are shown 
on the well-location maps (pis. 1, 2, and 3). Intersections of the coordinates form points from which 
the locations of wells can be described by distance and direction. For example, on plate 1 well We 1130 
(16X, 1.5N, 8.4E) can be found by locating the point where lines "16" and "X" cross and meas'1.r- 
ing 1.5 miles north and 8.4 miles east. The coordinates, distances, and directions for each well lo
a- 
tion are shown in tables 1 and 2. However, the prefix "We" has been omitted from the number on 
the location maps as all wells shown are in Westchester County. Maps of the bedrock and the 11n- 
consolidated deposits, as well as a detailed description of individual geologic units, will be given 
in the interpretative report to be published later. 
Table 1 contains 96 selected logs based on records obtained from drillers, engineers, and well 
owners. These logs, which show the materials penetrated during drilling, were prepared by eitl' <;\1' 
the driller or the owner at the time the well was constructed. A few of the logs have been con- 
densed but they are otherwise unchanged. As local terms were retained in most cases, many of the 
log entries are in lay man's terms, except for added items in parentheses. The descriptions in table 
1 differ to some extent from those in table 2 because the water-bearing material in table 2 was 
determined by geologists from geologic maps. 
About 1,160 wells and test holes are listed in table 2. Nearly all the data were obtained by 
field observations, supplemented by reports of owners, tenants, drillers, and others. Information was 
obtained, as available, on the depth of well, depth to bedrock, materials penetrated, yield, drawdovrn, 
water level, use, and other features. Some records of test holes and borings are accompanied by ex- 
cellent drillers' logs but information on yield and water quality is lacking. In many such cases, the 
record has been omitted from table 2 although the driller's log is listed in table 1. Test holes and 
wells listed in table 1 but omitted from table 2 are also shown on the location maps. The altituc'0s 
of most wells were obtained by interpolation from topographic maps which have contour intervals 
of 10 or 20 feet. 


Personnel and Acknowledgments 
The well records on which this report is based were collected by E. T. Simmons and Harry Wil- 
son. I. G. Grossman and E. T. Simmons compiled the drillers' logs and table of well records. 
The generous assistance of many public officials and residents of the county is gratefully ack- 
nowledged. Persons who were especially helpful include James C. Harding, Commissioner, West- 
chester County Department of Public Works, and his assistant, James W. White; S. P. Carman, 
Consulting Engineer for the Westchester County Water Agency; Arthur Richards, Engineer for the 
W estchester Water Works Conference; R. M. McLaughlin, Division of Sanitation, Westchester County 
Department of Health; T. W. Fluhr" Geologist, New York City Board of Water Supply; George YT. 
McAlpin, Principal Soils Engineer, and Paul Bird, Geologist, New York State Department of Public 
Works, Bureau of Soil Mechanics. The Westchester County Planning Commission supplied the ba
e 
map used for plates 1, 2, and 3. Among the well drillers and well-drilling companies that contrib- 
uted records of wells are: Artesian Well and Equipment Co., New York City; C. J. Bard and SO"<1, 
Thornwood, N. Y.; P. F. Beal and Sons, Brewster, N. Y.; Bruns Bros. Corp., Lincolndale, N. Y.; 
Albert Cerak, White Plains, N. Y.; Nicola Cristofalo, Pleasantville, N. Y.; J. P. Harris, Portchester, 
N. Y.; W. J. Hendershot, Brundage, N. Y.; Interstate Artesian Well Co., Port Chester, N. Y.; W. P. 
Johnson, White Plains, N. Y.; Lauman and Co., Bethpage, L. I.; Layne-New York Co., Inc., NewYor'r 
City; Louis Malanchuk and Son, Croton Falls, N. Y.; Norris Stone and Sons, New Canaan, Conn.; 
Chester Puckey, Annsville, N. Y.; G. W. Quimby, Neperan, N. Y.; Ranney Water Systems, Columbu"': 
Ohio; William Stothoff and Co., Inc., Flemington, N. J.; James Torlish, Armonk, N. Y.; and West- 
chester Artesian Well Co., Katonah, N. Y. 


3 



GENERAL GEOLOGIC AND HYDROLOGIC FEATURES 


The water-bearing strata in Westchester County may be divided into unconsolidatei surficial 
deposits and consolidated bedrock. The unconsolidated deposits cover the bedrock in most of the 
County and range in thickness from a few feet on hills to more than 200 feet in the larger valleys. 
These deposits range from clays, which will produce only meager quantities of water, to coarse sand 
and gravel capable of yielding several hundred gallons per minute to a well. 
The bedrock underlies the unconsolidated deposits, and, where these are absent, crops out at 
the surface. Ground water occurs in bedrock principally in fractures and solution channels. Thus, 
the water-bearing characteristics of all bedrocks are generally similar, although the rocks differ widely 
in mineral composition. 


Unconsolidated Deposits 
'Vestchester County is within the region covered by continental ice sheets in Pleistocene time. 
As the ice sheets advanced, south-southeastward in this region, they transported soil and other rock 
debris. Some of this debris now forms a blanket of unsorted material called "till" overlying the bed- 
rock. In valley and lowland areas, streams carrying glacial melt water reworked these materials and, 
in the process, laid down deposits of sand and gravel, and at places, clay. 
Sand and gravel.-Sizeable areas undedain by stratified sand and gravel occur in the Towns 
of Cortlandt, Somers, Yorktown, Ossining, Bedford, Mt. Pleasant, North Castle, New Castle, White 
Plains, Yonkers, and Eastchester. Sand and gravel deposits are generally thin and of relatively small 
areal extent, and they generally grade vertically and horizontally into fine-grained, less permeable 
deposits. 
The largest ground-water supplies in Westchester County, ranging up to several hundred gal- 
lons per minute, are obtained from sand and gravel. The yield of individual wells depends in part on 
the permeability and thickness of the deposits and in part on the design and construction of the 
well. Test wells have been drilled in some areas tJ locate the most productive parts of thes
 deposits. 
Till.- Till occupies large areas in Westchester County and is the most widespread unconsoli- 
dated deposits. It ranges in thickness from a few feet or less on some hilltops to more than 100 feet 
in some of the larger valleys, and it is missing altogether in some places. The principal ch[,racteristic 
of till is the wide range in the size of its constituent particles; these range in diameter from a tiny 
fraction of an inch to several feet. 
Wells in till generally yield less than 5 gallons of water per minute, unless they penetrate small 
sand lenses which are found widely scattered throughout most till deposits. Comparatively few wells 
are constructed in till; most of these are large-diameter dug wells which provide a large intake and 
storage area for the water. In wells We 274, We 277, and 'Ve 278 (table 2), till is the principal water- 
bearing material. 
Clay.-Clay and other fine-grained stratified materials deposited from water rrther than 
directly by ice occur in the valleys of the Hudson River and other large streams, and also in some 
interstream areas in the southern part of the County. These deposits are typically associated with 
sand and gravel. Clay deposits are relatively impermeable and, thus, will not generally yield water 
in usable quantities to wells. Three test holes at sites We 158-60, penetrating clay deposits, are re- 
ported to have had no yield. 


Bedrocks 


Water in usable quantities generally can be obtained anywhere in the County from wells 
penetrating the bedrock. Although the yield of sueh wells is relatively low, it is generally adequate 
where only a moderate supply is needed, such as for domestic use. 
Schist.-More than one-third of the .county is underlain by schist. An irregular belt extends 
from Peekskill eastward beyond Yorktown Heights to Croton Fans and Salem Center, with a broad 
branch extending southwestward from Yorktown Heights to the Hudson River. A second belt occu- 
pies most of the southeastern and eastern parts of the County. 


4 



The schist is typically a dark-gray coarsely crystalline rock containing much mica and some 
garnet. It is Olle of the most important water-bearing rocks in Westchester County, and reportedly 
supplies water to about 35 percent of the wells listed in table 1. Its importance as a water-bearing 
formation is due not only to its wide distribution, but also to the fact that it is among the most pro- 
lific of the bedrock aquifers. 
Limestone.-Limestone, actually a coarse-textured marble, underlies the unconsolidated deposits 
in several long, narrow valleys trending north or northeast through the County. Because it generally 
occupies valleys, limestone is commonly covered by a thicker mantle of surficial deposits than the mC"'Pe 
resistant rock found beneath hillsides and uplands. Among the larger valleys underlain wholly or 
partly by limestone are the valleys of Peekskill Hollow and Canopus Creeks and the Croton, Bronx, 
and Saw Mill Rivers. 
The limestone, which term is used here in a broad sense to include dolomite, is a white mas- 
sively bedded sedimentary rock which has been metamorphosed to a coarse-textured marble. 
About 10 percent of the wells inventoried are reported to obtain water from the limestone. It 
is the most productive bedrock in the County, in part, because it contains solution cavities in addithn 
to fractures. Favorable location underlying low areas, which contain a relatively thick mantle of 
overburden, facilitates recharge to the formation. 
Gneiss.-Gneiss underlies about a third of the County, chiefly in the northern, central, and south- 
western parts. In the south it occurs primarily west of the Saw Mill and Bronx Rivers. It generally 
forms broad northeast-trending hills or hilly areas. 
The gneiss consists of massive to foliated metamorphic rocks. Typically it is a black and white 
banded biotite gneiss. About 25 percent of the wells in table 1 are reported to penetrate gneiss and these 
produce small to moderate quantities of water. 
Slate.-Slate underlies a sman area of about 1.5 square miles in the northwestern part of the 
County, where it extends across the County line at Putnam Valley. Only a few records, including 
those for wells We 619-22 and We 630-34 (table 2), were obtained for wells drawing water from the 
slate. The yield of these wells generally is only a few gallons per minute. 
Q'llartzite.-Quartzite underlies the southeast margin of the Peekskill Valley and has been 
mapped in several other small isolated areas. It is a tight, well-indurated rock formed by metamor- 
phism of sandstone. It is unimportant as an aquifer in Westchester County because of its small area 
of outcrop. Only one well, We 248, is reported to obtain water from quartzite. 
(h'anite.-The areal extent of granite in the County is difficult to assess because much of it ccn- 
sists of dikes and other injections which are intimately associated with other rocks. If these smaller- 
scale bodies are excluded, granite can be said to underlie less than a tenth of the County. A large 
area in the northwest, north of Peekskill, borders the Hudsoll River and, together with intercalated 
gneiss, extends eastward to Croton Falls. Smaller areas are scattered throughout the County. 
In Westchester County the granite is commonly a pink or gray medium- to coarse-grain':\d 
igneous rock which occurs as isolated masses or intrusions into other rocks. Because of its resistance 
to erosion, granite usually forms highland areas. The granite has a low permeability and supplies only 
small amonnts of water to drilled wells penetrating joints and other fractures. It is not widely us
d 
as a source of water supply in the County, and only about 5 percent of the wells listed in table 2 tap 
this aquifer. 
Dio1'ite.-Diorite underlies spattered areas in the County. A large area occurs along LO:'lg 
Island Sound, principally in the townships of Mamaroneck, Harrison, and Rye, and extends frcm 
Larchmont to the Connecticut hordpl' in the vicinity of Olenvil1e, Conn. Smal1er areas al'e found as 
far north as Putnam County. 
Diorite is a grayish igneous ropk which, like granite, penetrates other rocks. Wells tapping dio- 
rite generally yield larger supplips than those in granite. About 3 percent of the wells in table 1 pene- 
trate diorite. 


5 



Table 1.-Drillers' logs of selected wells and test holes in Westchester Coun1'7" 
Thickness Depth 
(feet) (feet) 


We 1; 17Y, 2.6S, 6.3W; test boring for City of Yonkers in 1897; altitude 
120 feet. 
Loam and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Gravel ....................................................... 
Clay .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine .................................................... 
Rock at ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


We 7; 17Y, 4.3S, 7.3W; drilled by J. P. Harris in 1947; altitude 100 feet. 
Sand and clay with large boulders. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Gravel, tested 200 gpm. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, hard ................................................... 
Grallite ...................................................... 
"Cornmeal rock", probable fault............................... 
G rani te ...................................................... 


We 16; 17Y, 4.3S, 7.9W; drilled by P. F. Beal & Sons in 1942; altitude 
20 feet. 
Sand, clean, fine .............................................. 
Limestone .................................................... 
Feldspar, pink. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Limestone .................................................... 


We 26 ; 17Y, 4.5S, 0.9E; drilled by C. J. Bard & Son in 1949; altitude 20 feet. 
Clay and hardpan ............................................ 
Shale, blue, soft for first 88 feet. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Granite, soft for first 2 feet. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


We 31; 17Y, 5.8S, 8.3W; drilled by Standard Drilling Co., Inc.; altitude 
56 feet. 
Sand and gravel ............................................. 
Sand, fine . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, soft first foot. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


We 35; 17Y, 5.8S, 8.3W; drilled by Standard Drilling Co., Inc.; altitude 
17 feet. 
Gravel and pebbles ........................................... 
Sand, red .................................................... 
Sand, fine, red ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand (fine from 22.5 to 25.5 feet) ............................... 
Rock, soft ....................................... . . . . . . . . . . . . . 


We 36; 17Y, 5.8S, 8.3W; drilled by Standard Drilling Co., Inc.; altitude 
42 feet. 
Sand, red with pebbles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, red .................................................... 
Boulder ..................................................... 
Sand, fine, brown ............................................. 
Sand ........................................................ 
Sand, progressively finer toward bottom. . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, soft .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


We41; 17Y, 2.8S, 6.3W; drilled by P. J. Healey, Inc., in 1941; altitude 
,106 feet. 
Sand, coarse, and clay ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and boulders ..................................... 


6 


8 
3 
36 
22 


42 
22 
12 
56 
193 
12 
64 


55 
105 
10 
135 


12 
103 
60 


14 
20 
6 


5 
10 
6 
7 
6 


5 
3 
1 
6 
5 
17 
6 


14 
16 
5 


8 
11 
47 
69 
69 


42 
64 
76 
132 
325 
337 
401 


55 
160 
170 
305 


12 
115 
175 


14 
34 
40 


5 
15 
21 
28 
34 


5 
8 
9 
15 
20 
37 
43 


14 
30 
35 



Table 1.-Drillers' logs of selected wells and 'test holes in Westchester County-CContinuedJ 
Thickness Depth 
(feet) (feet) 


We44; 17Y, 2.4S, 6.3W; test boring for Westchester County Department of 
Public Works in 1941; altitude 108 feet. 
Silt and sand, fine ............................................ 
Sand, coarse, and clay ......................................... 
Sand, very fine, and clay, white. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Gravel, COln!)act .............................................. 
We 51; 17Y, 1.3S, 6.2W; test boring for 'Vestchester County Department of 
Public Works in 1941 ; altitude 112 feet. 
Topsoil, clay, yellow, and sand. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, progressively finer, and clay, white. . . ... .. . .. . ... .. . .. . ... . 
We 54; 17Y, 1.2S, 6.1 W; test boring for Westchester County Department of 
Public Works in 1941; altitude 113 feet. 
Topsoil, sand and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, gravel and clay ......................................... 
Clay, white, and sand, fine ..................................... 
We 58; 17Y, 0.88, 5.9W; test boring for Westchester County Department of 
Public Works in 1941; altitude 119 feet. 
Soil, sand and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, silt and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 63; 17Y, 0.3N, 5.5W; test boring for Westchester County Department of 
Public Works; altitude 129 feet. 
Clay, gravel, fine, and sand. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, yellow, and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 72; 17Y, 4.5S, 6.8W; test boring for Westchester County Department of 
Public Works; altitude 143 feet. 
Sand, clay and boulders. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay and boulders... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand and boulders. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


We 84; 17Y, 6.18, 7.1'V; drilled by P. J. Healey, Inc. in 1944; altitude 
29 feet. 
Topsoil ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand alld gravel .............................................. 
Clay, soft, blue ............................................... 
Sand, mediuln, gray . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, dark blue with red and brown traces. . . . . . . . . . . . . . . . . . . . . . . . 
Sand and gravel .............................................. 


We 96; 17Y, 2.0N, 1.IW; drilled by C. J. Bard & Son in 1950; altitude 
200 feet. 
Sand, fine .................................................... 
Limestone .................................................... 
Sllale ........................................................ 


We 99; 17Y, 3.38, 2.0W; drilled by Interstate Artesian 'Vell Co. in 1949; 
altitude 106 feet. 
Soil.... ... ... ..... ... . .. . ... .. . .. .... ... ..... ... ... . .. . . .... . 
Rock, soft, gray, tested 5 gpm at well depth of 70 feet. . . . . . . . . . . . . 
Rock, hard, blue .............................................. 
Rock, soft, blue. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, gray, tested 20 gpm 4 hours, drawdowll 57 feet. . . . . . . . . . . . . . 


7 


13 
15 
25 
4 


5 
5 
45 


5 
2 
11 
7 


5 
10 
4 
16 


13 
12 


21 
14 
13 


43 
658 
24 


23 
57 
110 
20 
340 


13 
28 
53 
57 


5 
10 
55 


5 
7 
18 
25 


5 
15 
19 
35 


13 
25 


21 
35 
48 


2 
4 
3 
3 
6 
4 


2 
6 
9 
12 
18 
22 


43 
701 
725 


23 
80 
190 
210 
550 



Table 1.-Drillers' logs of selected wells and test holes in Westchester County- (CQntinued) 
Thickness . Depth 
(feet) (feet) 


We 144; 17Y, 3.5S, 0.3E; drilled by J. P. Harris in 1950; altitude 30 feet. 
Sand .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Hardpan ..................................................... 
({ranite, hard. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sandstone, hard apd soft beds. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
(
avity ....................................................... 
I,dmestone .................................................... 
Mica schist ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Limestone .................................................... 
Quartzite .................................................... 
Serpentine and quartz . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Quartz, w hi te . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Mica schist, dark, hard to soft ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, soft, reddish with limestone layers. . . . . . . . . . . . . . . . . . . . . . . . . . 
Sandstone, coarse ............................................. 
I.Jimestone .................................................... 


We 192; 17Y, 3.8N, 0.7E; drilled by Albert Cerak in 1934; altitude 330 feet. 
Soil ......................................................... 
Rock, soft, red . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Granite, hard, pink ........................................... 
We 194; 17Y, 3.8N, 0.7E; drilled by Albert Cerak in 1940; altitude 320 feet. 
Soil ......................................................... 
Hardpan, yellow, or rock, hard. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, some water ............................................. 
Granite, hard, pink, some water at 43 feet, most water below 55 feet. . 
'Ve214; 17Y, 1.8N, 0.4W; drilled by Suburban Engineering Co.; altitude 
180 feet. 
Clay and sand .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
({ravel ....................................................... 


We 220; 17Y, 1.8N, 0.4W; drilled by Suburban Engineering Co. in 1935; 
altitude 180 feet. 
Clay alld sallcl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine .................................................... 
Sand, coarse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Gravel ....................................................... 


'Ve 307; 16Y, 6.3S, 6.3W; drilled by C. .J. Bard & Son in 1949; altitude 5 feet. 
1\iuck, black .................................................. 
Sand, fine ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock at. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 311; 16Z, O.4S, 2.0W; drilled by N. J. Stone & Son in 1950; altitude 
540 feet. 
Soil ......................................................... 
Rock, soft, gray . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, greenish blue ........................................... 
Rock, dark gray . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 319; 16Z, 2.5S, 0.9W; drilled by N. J. Stone & Son in 1950; altitude 
620 feet. 
Fill.. . . . ........... . . . . .. . .. . . . . ... .. . .. . .. . .. . .. . .. . . .. .. . . . 
Soil alld gravel ............................................... 
Rock, hard, light gray . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Roek, soft, dark gray. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


8 


70 70 
25 95 
100 195 
150 345 
7 352 
38 390 
13 403 
62 465 
25 490 
10 500 
8 508 
42 550 
25 575 
10 585 
15 600 
8 8 
12 20 
25 45 
5 5 
20 25 
1 26 
57 83 


20 
5 
10 
11 


20 
25 
35 
46 


20 
10 
5 
5 


20 
30 
35 
40 


22 
78 


22 
100 
100 


14 
86 
60 
43 


14 
100 
160 
203 


5 
20 
105 
20 


5 
25 
130 
150 



Table 1.-Drillers' 109S of selected wells and test holes in Westchester County-(ContinuedJ 
Thickness Depth 
(feet) (feet) 


We 320; 16Z, 2.9S, 0.6W; drilled by N. J. Stone & Son in 1950; altitude 
600 feet. 
Soil.... . .. . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Boulders and soil .................................... . . . . . . . . . 
Rock, hard, light gray ....................... . . . . . . . . . . . . . . . . . . 
We 397; 16Y, 8.2S, 1.2W; drilled by William Stothoff Co., Inc. in 1910; alti- 
tude 360 feet. 
Soil and hardpan. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, gray ............................................. . . . . . . 
Rock, yellow gray...................... . . . . . . . . . . . . . . . . . . . . . . . 
Rock, light to dark gray, 7 gpm at 158 feet. . . . . . . . . . . . . . . . . . . . . . . . 
Sandstone, brown ............................................. 
Rock, soft, gray . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, hard, white. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 
Granite, white .................................. . . . . . . . . . . . . . . 
Granite, soft, yellow, some water. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, ligllt gray .............................................. 
Rock, hard, gray, 125 gpm at 579 feet. . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 419; 16Y, 3.7N, 5.3E; drilled by C. 
T. Bard & Son; altitude 350 feet. 
Soil.............. . . . . .. . . .. ., . .,. .. . .. ... ... . . . . .. . . . ... " ... 
Sand, fine .................................................... 
GTanite, browll ............................................... 
Granite, black with white streaks. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Granite, brown ............................................... 
We 450; 16Y, 2.1S, 4.4E; drilled by J. P. Harris in 1951; altitude 400 feet. 
Gravel, coarse, with clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Gravel, fine, pink and white. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine with clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Quicksand with clay .......................................... 
Sand, fine .................................................... 
Sand, fine, some gravel ........................................ 
Schist ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, red .................................................... 
Granite ...................................................... 
'Ve478; 16Y, 0.5S, 5.0E; drilled by Interstate Artesian Well Co., Inc.; alti- 
tude 500 feet. 
Soil .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Hardl)an ..................................................... 
Limestone, loose .............................................. 
Rock, gray (gneiss) ........................................... 
We 485; 16Y, 2.4S, 4.8E; drilled by W. J. Hendershot in 1951; altitude 390 
feet. 
Soil and gravel .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Fill, yellow .................................................. 
Sand, fine, brown to gray. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray, some gravel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 504; 16Y, 1.6S, 1.7E; drilled by Layne-New York Co., Inc. in 1937; alti- 
tude 300 feet. 
Gravel and sand .............................................. 
Sand, fine .................................................... 
Clay, tough, sandy. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand and gra'vel .............................................. 
Sand ........................................................ 
Sand and boulders ............................................ 


9 


2 2 
10 12 
124 136 
8 8 
48 56 
44 100 
160 260 
6 266 
55 321 
66 387 
51 438 
3 441 
122 563 
23 586 
2 2 
8 10 
140 150 
100 250 
25 275 
20 20 
5 25 
9 34 
55 89 
2 91 
34 125 
90 215 
10 225 
75 300 
2 2 
50 52 
88 140 
197 337 
2 2 
2 4 
81 85 
1 86 
33 119 
9 9 
31 40 
4 44 
5 49 
5 54 
4 58 



Table 1.-Drillers. logs of selected wells and test holes in Westchester County-CContinuedJ 
Thicknes,'} Depth 
(feet) (feet) 


We 505; 16Y, 1.6S, 1.7E; drilled by Layne-New York Co., Inc. in 1940; alti- 
tude 300 feet. 
Clay ......................................................... 
Sand and gravel .............................................. 
Sand, fine, and clay ........................................... 
Gravel and sand with clay balls. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, fine, sandy.............................................. 
Gravel and sand with clay balls. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Gravel, sand and clay ......................................... 
Boulders, sand and gravel, coarse, and clay balls. . . . . . . . . . . . . . . . . . 
Gravel, sand with clay balls. . .. .. . .. .. .. . .. .. .. .. .. .. .. . .. .. .. . 
Rocky layers with streaks of clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, blue, sand and gravel; rock, black. . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, yellow to white, sand and gravel. . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, gravel and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sandstone, gray .............................................. 
We 526; 16Y, 5.0N, 0.5E; test hole for Amawalk-Shenorock 'Vater District 
drilled in 1949; altitude 118 feet. 
Fill .......................................................... 
Hardpan, yellow to brown, boulders. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, tested at 25 gpm. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand and gravel, cemented, brown, boulders. . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray, sand, fine. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray, boulders, sand streaks 35 to 78 feet. . . . . . . . . . . . . . . . . . . 
Clay, gray to brown, boulders. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine to medium, gray to brown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, sandy .................................................. 
Gneiss with white quartz, water-bearing.......... ................ 
Trap rock .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 527; 16Y, 5.2N, 0.5E; test hole for Amawalk-Shenorock Water District 
drilled in 1949; altitude 440 feet. 
Soil ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Hardpan, brown, fine sand and boulders. . . . . . . . . . . . . . . . . . . . . . . . . . 
Hardpan, brown to gray, and sand. . . . . . . . ... .. .. " . ..... ... .. . . 
Trap rock....... . ... .. . .. . .. . ... .. . .. . .. ... .. . .. . .. . ........ . 
We 529; 16Y, 5.9N, 0.7E; test hole for Amawalk-Shenoroek Water District 
drilled in 1949 ; altitude 470 feet. 
Soil ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray, fine sand and boulders. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray to brown, sand and boulders. . . . . . . . . . . . . . . . . . . . . . . . . . 
Gneiss, soft, gray ............................................. 
Clay, sandy .................................................. 
Trap rock .................................................... 
We 530; 16Y, 5.9N, 0.8E; test hole for Amawalk-Shenorock Water District 
drilled in 1949; altitude 470 feet. 
Topsoil ...................................................... 
Clay, gray, fine sand and boulders. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray to brown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand and gravel with clay streaks. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, gravel and brown clay (firm)............................. 
Clay, brown to yellow, fine sand and boulders. . . . . . . . . . . . . . . . . . . . . 
Sand and clay, brown, firm, water-bearing....... ... ... ........... 
Clay, gray, fine sand and 1:1h-inch pebbles. . . . . . . . . . . . . . . . . . . . . . . . 
Silt, red, very fine sand, clay and mica. . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, red to brown, sand and small, stone. . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, brown to yellow, and sand, fine to coarse, water-bearing. . . . . . . . 
Rock, soft, micaceous ............ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


10 


4 4 
14 18 
9 27 
2 29 
3 32 
3 35 
4 39 
7 46 
20 66 
6 72 
14 86 
22 112 
18 130 
40 170 
2 172 
1 1 
11 12 
1 13 
6 19 
9 28 
50 78 
11 89 
2 91 
1 92 
18 110 
8 118 
3 3 
15 18 
6 24 
8 32 
3 3 
18 21 
13 34 
2 36 
9 45 
6 51 
2 2 
19 21 
9 30 
3 33 
11 44 
7 51 
4 55 
9 64 
9 73 
11 84 
6 90 
.20 110 



Table 1.-Drillers' logs of selected wells and test holes in Westchester County-(ContinuefU 
Thickness Depth 
(feet) (feet) 


We 533; 16Y, 5.3N, 1.IE; test boring for Amawalk-Shenorock Water District 
drilled in 1949; altitude 425 feet. 
Sand, brown, clay and boulders. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray to brown, fine sand and boulders. . . . . . . . . . . . . . . . . . . . . . 
Clay, gray, and sand, fine. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine to medium, dirty, water-bearing. . . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray, sand, fine. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay hardpan, gray . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray, and sand, fine. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, gray, sand, cemented. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, brown to yellow, and sand, fine. . . . . . . . . . . . . . . . . . . . . . . . . . . . 
IRock, decayed ................................................ 
Bedrock ...................................................... 
We 543; 16Y, 7.4S, 2.1W; drilled by Nicola Cristafalo in 1940; altitude 440 
feet. 
Soil .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Gravel, some sand, principal water bed. . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay ......................................................... 
Rock at ...................................................... 
We 549; 16X, 0.8N, 11.4E; drilled for Yorktown Heights Water District in 
1931; altitude 440 feet. 
Topsoil and muck. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand and gravel, coarse ...................... . . . . . . . . . . . . . . . . . . 
We 552; 16X, 5.8N, 8.9E; drilled by Artesian Well & Equipment .co. in 1931; 
altitude 420 feet. 
Loam ........................................................ 
Gravel, coarse ................................................ 
Clay, sandy .................................................. 
Gravel, coarse ................................................ 
Sand .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine .................................................... 
Sand, very fine ............................................... 
Rock ( ? ) at ................................................... 
We 556; 16Y, 6.4N, 1.lE; drilled by P. F. Beal & Sons in 1950; altitude 530 
feet. 
Soil, yellow .................................................. 
Hardpan ..................................................... 
Rock, soft, gray to white (final depth not known) . . . . . . . . . . . . . . . . . . 
We 581; 17Y, 2.3N, 2.7W; drilled by William Stothoff Co., Inc. in 1910; alti- 
tude 320 feet. 
Soil ......................................................... 
Mica rock .................................................... 
Rock, hard, gray ............................................. 
Mica rock, soft ............................................... 
Mica rock .................................................... 
We 592; 16Y, 2.9S, 0.7E; test hole for Saw Mill River Parkway drilled in 
1931; altitude 230 feet. 
Gravel, sand, clay and boulders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand and boulders ............................................ 
Bedrock ...................................................... 
We 604; 16X, 2.6N, 12.3E; drilled by Samuel Bargnesi; altitude 420 feet. 
Clay, gray ................................................... 
Clay, brown; gravel, coarse .................................... 
Clay, brown .................................................. 
Rock ........................................................ 


11 


15 
18 
12 
3 
12 
7 
31 
1 
7 
12 
2 


8 
27 
137 


30 
20 


3 
5 
9 
10 
7 
5 
3 


30 
90 
45 


10 
168 
33 
47 
42 


15 
3 
7 


120 
60 
148 
122 


15 
33 
45 
48 
60 
67 
98 
99 
106 
118 
120 


8 
35 
172 
172 


30 
50 


3 
8 
17 
27 
34 
39 
42 
42 


30 
120 
165 


10 
178 
211 
258 
300 


15 
18 
25 


120 
180 
328 
450 



Table 1.-Drillers. logs of selected wells and test holes in Westchester County-(CC'...tinuedJ 
Thickness Depth 
(feet) (feet) 


We 627; 16X, 4.1N, 4.9E; drilled by Chester Puckey in 1950; altitude 180 feet. 
Hardpan and boulders, some water. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand and gravel, coarse. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 648; 17Y, 5.0N, 3.4\\1; drilled by \Villiam :-;tothoff Co., Inc. in 1906; alti- 
tude 300 feet. 
Earth .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Hardpan and boulders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Marble, white to gray. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
\Ve 658; 16Z, 4.1S, 2.6W; drilled by W. E. McCrane & Son in 1948; altitude 
395 feet. 
Soil and hardpan ............................................. 
Sand....................................................... . 
Granite, principal water bed ................................... 
We 695; 16Y, 3.1S, 4.8E; drilled by Artesian Well & Equipment Co.; alti- 
tude 330 feet. 
Loam, black .................................................. 
Clay and gravel ........,..................................... 
Clay, sandy. ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay and gravel .............................................. 
Sand and gravel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 724; 17Y, 3.1N, 3.9W; drilled by .J ames Torlish in 1950; altitude 180 feet. 
Soil.. ... .. . . . . . . . . . . .' . . . . . . . .. . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 
Sand, fine .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Hardpan ..................................................... 
Sandstone .................................................... 
Limestone, principal water bed ................................. 
Rock, red .................................................... 
We 727; 17Y, 3.9N, 3.8"'; test hole for \Vestchestel' County Department of 
Public Works in 1932; altitude 271 feet. 
Sand, gravel and 
ullall boulders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, very fille. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, gravel and cobbles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


We 732; 16Y, 8.0S, l.4W; drilled by C. J. Bard & Son in 1938; altitude 310 
feet. 
Soil .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Hardpan ..................................................... 
Sand, fine, and gravel ......................................... 


We 735; 17Y, 8.4N, 0.7W; drilled by C. J. Bard & Son in 1945; altitude 520 
feet. 
Soil.............. ., . ., . . . . . . . . . . .. . .. . . . . .. ... . . . . . . . . . . . . . .. 
Shale, brown ................................................. 
Rock J hard, broken .................................. . . . . . . . . . . 


We 751; 17Y, 6.1N, 2.6W; drilled by William Stothoff Co., Inc.; altitude 470 
feet. 
Clay and small boulders ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Bluestone .................................................... 
Granite or gneiss, soft, brown .................................. 
Granite, soft, gray ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Granite, gray to brown ............ ........................... 
Granite, gray ................................................ 


12 


40 
12 


15 
54 
351 


18 


80 


40 
52 


15 
69 
420 


2 


18 
20 
100 


3 3 
9 12 
45 57 
10 67 
18 85 
2 2 
25 27 
30 57 
10 67 
5 7"2 
100 172 
83 255 


7 
18 
57 
10 


2 
3 
17 


3 
45 
12 


29 
5 
46 
15 
114 
271 


7 
25 
82 
92 


2 
5 
22 


3 
48 
60 


29 
34 
80 
95 
209 
480 



Table '.-Drillers. logs of selected wells and test holes in Westchester County-(Continue'U 
Thickness Depth 
(feet) (feet) 


\Ye 785; 17Y, 4.1N, 1.4VV; drilled by Carlson & Reid in 1929; altitude 200 feet. 
Soil.. . .. ... " . '" . . . . . . . . . . . . .. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay and sand ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Gravel, clay and sand. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, water-bearing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand and gravel, water-bearing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, gravel and clay, water-bearing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Limestone, soft, water-bearing. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
\Ve 861; 16Y, 7.3S, 4.3E; drilled by C. W. Lauman & Co., Inc. in 1948; 
altitude 430 feet. 
Soil, sandy .......................................... . . . . . . . . . 
Clay and gravel .............................................. 
(nay, sandy .................................................. 
Clay, sandy, and gravel ....................................... 
Gravel and sand (clean)....................................... 
Sand ........................................................ 
Sand and gravel .............................................. 
Hardpan ..................................................... 
Gravel and clay, hard ......................................... 
Rock, hard, gray .............................................. 
\Ve H06; 16Y, 7.7S, 3.4E; drilled by C. W. IJauman & Co., Inc. in 1948; alti- 
tude 590 feet. 
J\tI1ICk, black .................................................. 
Clay, soft, gray .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Granite, hard, gray at. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
\Ye9m); 16Y, 7.3S, 4.2E; drillcd by C. W. Lauman & Co., Inc. in 1948; alti- 
tude 440 feet. 
Fill, sandy ................................................... 
Clay and gravel .............................................. 
Clay, sandy .................................................. 
Clay and gravel ......................................... t. . . . . 
Sand, coarse, and grave]. ('lean. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, clay and large stones ......................... 
 . . . . . . . . . . 
Sand, mediuln, brown ......................................... 
Sand, coarse, and gravel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Hardpall ..................................................... 
Granite, hard, gray. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 910; 16Y, 6.6S, 5.4E; drilled by C. W. Lauman & Co., Inc. in 1948; alti- 
tude 360 feet. 
Clay, brown. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and gravel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, sandy, fine, brown ....................................... 
Sand, fille, brown ............................................. 
Sand, fine, micaceous, brown ................................... 
Sand, coarse, and gravel, clean and "lively". . . . . . . . . . . . . . . . . . . . . 
Sand, medium, some clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 
Sand, fine, clay and some gravel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and gravel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, and gravel . . :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, gravel, some clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Boulder or bedrock at ......................................... 
Vle 912; 16Y, 7.0S, 3.0E; drilled by C. VV. Lauman & Co., Inc. in 1948; alti- 
tude 440 feet. 
Clay, sandy .................................................. 
Clay, sand and medium gravel. . . . . . . .. . . " . . . . . . . . . .. . " . .. . " . 
Sand, fine, and clay .................. . . . . . . . . . . . . . . . . . . . . . . . . . 


13 


6 
43 
5 
11 
10 
17 
3 


[) 
5 
3 
10 
10 
3 
6 
1 
11 
2 


3 
14 


5 
5 
3 
10 
10 
1 
1 
6 
12 
2 


4 
11 
7 
4 
6 
6 
4 
6 
17 
2 
8 


9 
3 
11 


6 
49 
54 
65 
75 
92 
95 


5 
10 
13 
23 
33 
36 
42 
43 
54 
56 


3 
17 
17 


5 
10 
13 
23 
33 
34 
35 
41 
53 
55 


4 
15 
22 
26 
32 
38 
42 
48 
65 
67 
75 
75 


9 
12 
23 



Table 1.-Drillers' logs of selected wells and test holes in Westchester County-((.ontinued) 
Thicknesy Depth 
(feet) (feet) 
3 26 
6 32 
32 


We 976; 


Sand, coarse, and a little clay ......... . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and gravel, medium .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Boulders at .................................................. 
16Y, 5.9S, 0.3E; drilled by J. P. Harris in 1945; altitude 420 feet. 
Unconsolidated material ....................................... 
Rock, black (schist)........................................... 
Rock, red .................................................... 
Limestolle .................................................... 


'Ne 983; 16Y, 0.3S, 2.1E; drilled by Layne-New York Co., Inc. in 1945; alti- 
tude 300 feet. 
Topsoil ...................................................... 
Clay, sandy .................................................. 
Gravel, coarse, and sand ................... . . . . . . . . . . . . . . . . . . . . 
Sand, coarse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and gravel ....................................... 
Boulders, gravel and clay ............... . . . . . . . . . . . . . . . . . . . . . . . 
Bedrock ...................................................... 
We 1002; 17Y, 1.8S, 3.7W; test hole for New York City Board of Water Supply 
drilled in 1930 ; altitude 129 feet. 
Sand, gravel and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, some clay .............................................. 
Gneiss, decayed ............................................... 
Gneiss, dipping 65° ........................................... 
We 1005; 17Y, 3.8S, 5.0W; test hole for New York City Board of Water Supply 
drilled in 1930; altitude 84 feet. 
Sand, red .................................................... 
Silt, black, and a little sand. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, gray ................................... . . . . . . . . . . . . . . . . 
Sand, brown, micaceous, and fine gravel ......................... 
Sand, gray ...:............................................... 
Granite, chloritic and slickensided 96 to 100 feet, decayed 106 to 
108 feet. 
We 1014; 17Y, 3.9S, 5.0W; test hole for New York City Board of Water Supply 
drilled in 1930; altitude 83 feet. 
Soil, black . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, yellow . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Silt, black, and some sand. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, gray, and gravel ........................................ 
Gravel, coarse, aud a little sand ................................ 
Gravel, fine, and sand, coarse, brown. . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, brown ............................................. 
Granite, slickensided, seamy. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 1015; 17Y, 2.8N, 3.0W; test hole for New York City Board of Water Supply 
drilled in 1930 ; altitude 244 feet. 
Sand, fine .................................................... 
Sand, coarse ................................................. 
Schist ..................................... . . = . . . . . . . . . . . . . . . . 
Limestone .................................................... 


We 1024; 17Y, 0.2S, 3.6W; test hole for New York City Board of Water Supply 
drilled in 1931 ; altitude 227 feet. 
Clay, black, and a little saud. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, dark gray .............................................. 
Clay, brown .................................................. 
Sand, fine, gray to brown ...................................... 


14 


24 24 
276 300 
150 450 
250 700 
2 2 
3 5 
5 10 
4 14 
5 19 
9 28 
2 30 
54 54 
15 69 
10 79 
17 96 
15 15 
21 36 
17 53 
16 69 
22 91 
20 111 


5 
5 
13 
10 
12 
28 
15 
21 


5 
10 
23 
33 
45 
73 
88 
109 


5 
4 
461 
64 


5 
9 
470 
534 


4 
6 
8 
11 


4 
10 
18 
29 



Table 1.-Drillers' 109 S of selected wells and test holes in Westchester County-(Continued) 
Thickness Depth 
(feet) (feet) 
21 50 
10 60 
55 115 
132 247 


Sand, gray, and gravel, fine. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Salld, coarse, gray ............................................ 
Schist, decomposed ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Lilnestone .................................................... 


We 1025; 17Y, 4.6N, 3.0W; test hole for New York City Board of Water Supply 
drilled in 1930; altitude 309 feet. 
Soil, clayey ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, alld clay ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
BOlllder, grallite .............................................. 
Salld, fine .................................................... 
Sallcl, fine, and clay ........................................... 
Limestone and schist .......................................... 
Mica schist, soft .............................................. 
Mica shist with quartz ...................... . . . . . . . . . . . . . . . . . . . 
We 1031; 16Y, 6.1N, 4.0E; test hole for New York City Board of Water Supply 
drilled in 1932; altitude 223 feet. 
Sand, fine, gravel, coarse ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Salld, fine to coarse ........................................... 
Gneiss with hornblende ........................................ 
Gneiss, pegmatitic, disintegrated ............................... 
Linlestone, ilnpure ............................................ 
Lilnestolle .................................................... 


We 1043; 17Y, 6.2N, 0.3W; test hole for New York City Board of Water Supply 
drilled in 1938; altitude 355 feet. 
Water ....................................................... 
Salld, fine, and clay ........................................... 
Salld, fine .................................................... 
Sand, fine to coarse, gravel and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, clay, some gravel. . . . . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . . . . . . . 
({ravel ....................................................... 
Sand, fine ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, clay, yellow ........................................ 
Limestone, decomposed ........................................ 
Gneiss ....................................................... 


We 1054; 17Y, 0.2S, 3.6W; test hole for New York City Board of Water Supply 
drilled in 1931 ; altitude 227 feet. 
Soil ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Till .......................................................... 
Sand, gravel and boulders ..................................... 
Mica schist with quartz, dipping 55°. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Scllist with talc ......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Schist, hornblendic, crushed and slickensided .................... 
Limestone with some chlorite. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


We 1058; 16Y, 2.4S, 1.3E; drilled by P. F. Beal & Sons in 1948; altitude 240 
feet. 
Clay ......................................................... 
Salld and gravel .............................................. 
Bedrock, soft first 10 feet ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 1075; 17Y, 1.2N, 4.9W; drilled by W. J. Hendershot in 1951; altitude 240 
feet. 
Clay, sandy, brown ........................................... 
Sand, gray, sonle water. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, sandy, brown ........................................... 
Schist, very soft .............................................. 


15 


5 
17 
5 
8 
15 
21 
7 
72 


25 
49 
20 
71 
15 
13 


115 
20 
6 
9 
27 
1 
5 
28 
560 
197 


15 
5 
23 
69 
30 
13 
32 


42 
31 
166 


30 
5 
29 
137 


5 
22 
27 
35 
50 
71 
78 
150 


25 
74 
94 
165 
180 
193 


115 
135 
141 
150 
177 
178 
183 
211 
771 
968 


15 
20 
43 
112 
142 
155 
187 


42 
73 
239 


30 
35 
64 
201 



Table l.-Drillers' logs of selected wells and test holes in Westchester County-(ContinuedJ 
Thickne,

 Depth 
(feet) (feet) 


We 1195; 17Y, 1.7S, 3.6E; drilled for City of Rye Elementary School in 1950; 
alti tude 20 feet. 
Topsoil ...................................................... 
Silt and clay ................................................. 
Sand, medillm ................................................ 
Rock, soft ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, hard ................................................... 
'Ve 1236; 16Y, 6.2N, 5.4E; drilled by ]:'onis lVlalanchnk & Son in 1943; altitude 
650 feet. 
Soil ......................................................... 
Granite, gray . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Granite, black to gray, mieaceous, little water at 103 and 121 feet, 
2 gpm at 145 feet ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Granite, tested at about 4 gpm. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 1256; 17Y, 5.6S, 6.1W; ori1leo hy .1. P. Harris in 19;)0; altitnof' 2;)0 fef't. 
Clay........................................................ . 
Gravel, coarse ................................................ 
Quicksand .................................................... 
Gravel ....................................................... 
Granite, gray . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 1268; 16Y, 6.5N, 5.4B; (lriHer1 hy JjOllis Malanrhuk & Son in 1988; altitur1e 
420 feet. 
Topsoil ...................................................... 
Hardpan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, blue . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Gravel, water obtained at 102 feet. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 1283; 16Y, 3.6S, 0.9E; drilled. by Nirola Uristafalo in 1949; altitude 280 
feet. 
Sand....................................................... . 
Clay, collapsed ............................................... 
Sand, very fine ............................................... 
We 1329; 16Y, 8.2S, 2.4W; test hole for 'Vest chester County Department of 
Public Works; altitude 260 ff'f't. 
Loam with cobbles ............................................ 
Sand, gravel, cobbles, wood. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, gravel, cobbles, and a little clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, gravel, and a little hard clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
'Ve 1335; 16Y, 8.38, 2.3W; drilled by Ranney Method Water Supplies, Inc. in 
1951; altitude 260 feet. 
Soil, clayey .................................................. 
Gravel, fine to coarse ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, blue, and sand, medium .................................. 
Sand, fine to coarse ........................................... 
Sand, coarse, fine to medium grave] . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and fine grave] ................................... 
Sand, very fine ............................................... 
We 1341; 16Y, 8.1S, 1.1W; drilled by Ranney Method Water Supplies, Inc. in 
1951; altitude 360 feet. 
Glacial till with boulders ...................................... 
Gravel, fine to medium ........................................ 
Sand, coarse. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and fine gravel with boulders . . . . . . . . . . . . . . . . . . . . . . 
Gravel and silt . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and gravel. fine to eoarse. . . . . . . . . . . . . . . . . . . . . . . . . . . 
Bedrock at ................................................... 


16 


2 2 
2 4 
11 15 
1 16 
4+ 20+ 
1 1 
84 85 
70 155 
20 175 
30 30 
3 33 
4 37 
3 40 
460 500 
1 1 
22 23 
57 80 
25 105 
20 20 
70 90 
13 103 
3 3 
6 9 
10 19 
21 40 
10 10 
3 13 
7 20 
4 24 
4 28 
4 32 
18 50 
11 11 
1 12 
3 15 
5 20 
2 22 
5' 27 
27 



Table 1.-Drillers' logs of selected wells and test holes in Westchester County-CContinue'U 
Thickness Depth 
(feet) (feet) 


We 1351; 16Y, 8.3S, 2.3W; drilled by Ranney Method Water Supplies, Inc. in 
1951; altitude 260 feet. 
Sand ........................................................ 
Cla;y ......................................................... 
Clay, salldJ
 .................................................. 
Gravel, coarse to medium ...................................... 


We 1356; 16X, 3.2N, 3.3E; test hole by New York State Department of Public 
VV' orks; altitude at mean sea level. 
Water (Hudson River) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Mlld ........................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Peat ......................................................... 
Silt, gra

 .................................................... 
Salld, fule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Silt, gray ...................... 0 . 0 . . 0 . 0 . 0 . . . 0 . . . . 0 . . . 0 . . . . 0 . . 
Sand, coarse . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine, and mud . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . 0 . . 0 . . 0 . . . . . 0 . 
Sand, coarse 0 . 0 0 . . . . . 0 . . . . . 0 . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


"\Ve 1360; 16Y, 6.3S, 1.3W; test hole by New York 
tate Department of Public 
'V arks; altitude 309 feet. 
Loanl, brown ......... 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay, brown, and sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . 
Sand, gray, and cobble
 ........................ 0 . . . . . . . . . . . 0 . . 
Sand, fine, and a little clay ................................. 0 . . 
Sand and cobbles ....... 0 . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . 0 . 
Bedrock.. . . . . o. . . . . . . . . . . . . . . . . . . . .0. . . 0 . . . . . . . . 0 . . . . . . . 0 . . . . 


We 1385; 17Y, 2.9S, 604W; test boring for Westchester County Department of 
Public Works put down in 1928; altitude 105 feet. 
Sand, coarse, and clay . . . . . . . . . . 0 . . 0 . . . . . . . . . 0 . . . . 0 . . o. 0 '0' . 0 . . 
Salld, coarse . . . . . 0 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine ... 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 


We 1388; 16Y, 2.9S, 1.1E; drilled by P. Po Beal & Sons in HI51; altitude 290 
feet. 
Salld, fine ................. 0 . . . . 0 . . . . . . . . . 0 . . . . . . . 0 . . 0 . 0 0 . . . 0 . 
Sand and grave], finr ......................................... 
Sand, fine . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . 
Sand, fine, and gravel ............ . 0 . . . 0 . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine ........... 0 0 . . . . . . . 0 . . . . . . . . . . . . . . . . . 0 . 0 0 . 0 . . . . . . . . 
Gravel, coarse, and Rome sand. . . . . . . . . . . 0 . . . . . . . . 0 . . . . . 0 . . . 0 . . . . 
Gravel, very eoarse 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . 0 . 0 . . . . . 
Roek ...0... 0..0............................... 0.....0.. 0.0... 


We 1394; 17Y, 608N, 2.3vV; test ooring' 1m' 'V e
tchester County Department of 
Public W orkR drilled in 1928; altitude 250 feet. 
Mlld ... 0 . . . . . . . . 0 . . . . . . . . . . 0 . . . . . . 0 . . . . . . . . . . 0 0 . 0 0 . 0 . . 0 . . . . . . 
Sand, gravel, and clay 0 . . . . . . . . . . . . . . . 0 0 . . . . . . . . . 0 . . . . 0 0 0 0 0 0 . . . 
Sand, eoarse, and gravel ..... 0 . . . . . . . . . . . . . . . . . . . . . . . 0 . . . 0 0 . . . . 
Roek ............. 0 . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . 0 0 


We 1400; 17Y, 8.3N, 3.7W; drilled by W. J. Hendershot in 1952; altitude 320 
feet. 
Hard pan ....... 0 . . . 0 . . 0 . . . 0 . . . . . 0 . . . . . . . . . . 0 . . 0 0 . . . . . . 0 . . . . . . 
Sand and grave] ................................... 0 . . . . . . . . . . 
(-}lleiss .................................................. 0 . . . . 


17 


3 
19 
3 
17 


4 
17 
5 
24 
5 
3 
16 
23 
15 


1 
8 
12 
19 
16 
6 


10 
12 
2 
11 


2 
18 
5 
4 


21 
7 
10 


3 
22 
25 
42 


4 
21 
26 
50 
55 
58 
74 
97 
112 


1 
9 
21 
40 
56 
62 


10 
22 
24 
35 


3 
3 
3 
3 
3 
3 
8 
2 


3 
6 
9 
12 
15 
18 
26 
28 


2 
20 
25 
29 


21 
28 
38 



Table 1.-Drillers' logs of selected wells and test holes in Westchester County-CConcludedJ 
Thickness Depth 
(feet) (feet) 


\Ve 1403; 16Y, 3.7S, 6.2\V; drilled by Albert Cerak in 1952; altitude 200 feet. 
Sand, fine, and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse, and some gravel .................................. 
Sand, fine, and clay. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, coarse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Bedrock, very soft, decomposed................................. 
\Ve 1..104; 16Y, 3.0S, 1.1E; drilled by W. J. Hendershot in 1952; altitude 280 
feet. 
(
lay, gray ................................................... 
Sand, fine .................................................... 
Sand, coarse .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay and sand, very fine .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Bedrock, coarse grained . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 1426; 16X, 3.3S, 5.8E; dri]ed by Artesian Well & Equipment Co. in 1952; 
altitude 20 feet. 
Sand, fine, and clay with boulders. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Sand, fine to medium . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Clay ......................................................... 
Sand, medium to coarse, and fine gravel, water-bearing. . . . . . . . . . . . . 
Sand and gravel, cemented. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rocl{ ........................................................ 
We 1441; 17Y, OAS, 3AE; drilled by Artesian Well & Equipment Co. in 1935; 
alti tude 40 feet. 
LoaIll ......................................................... 
Sand, coarse, and gravel ......................................... 
Sand, fine ..................................................... 
(
lay and sand . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . 
Sand, coarse, principal water bed. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . 
\Ve 1444; 16Y, 3.8N, 4.0E; drilled for New York City Board of 'Vater Supply 
in 1940; altitude 240 feet.' 
Till .......................................................... 
Limestone and interbedded intrusive ............................ 
Limestol1e .................................................... 
Biotite schist ................................................. 
Linlestone .................................................... 
Biotite schist with bands of limestone ........................... 
We 1447; 16Y, 3.9S, 3.4E; drilled for New York City Board of Water Supply 
. in 1940; al.t
tude 535 feet. 
LImestone, sIlIceous ........................................... 
Pegmatite and diorite ......................................... 
Limestone, siliceous, tested 85 gpm at 310 feet . . . . . . . . . . . . . . . . . . . . 
Gneiss ....................................................... 


We 1450; 17Y, 6.2N, 0.3W; drilled for New York City Board of \Vater Supply 
in 1940; altitude 347 feet. 
Fill and clay, stiff, blue ........................................ 
Schist with biotite, garnet, and pegmatite veins, little water. . . . . . . . . 
Rock, chlori tic and clayey (altered) ............................. 
Rock, fault on northwest side, 32 gpm . . . . . . . . . . . . . . . . . . . . . . . . . . . 
Rock, gradual improvement in quality. . . . . . . . . . . . . . . . . . . . . . . . . . . 
We 1456; 17Y, O.IN, 5.5W; drilled by J. P. Harris in 1937; altitude 120 feet. 
Clay........................................................ . 
Sand and gravel, silty and damp. . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . 
Unconsolidated material ....................................... 
Rock, gray, water encountered at 150 feet. . . . . . . . . . . . . . . . . . . . . . . . 


18 


46 46 
12 58 
26 84 
4 88 
154 242 
41 41 
7 48 
10 58 
19 77 
6 83 
15 15 
14 29 
1 30 
21 51 
9 60 
at 71 
1 1 
5 6 
4 10 
14 24 
6 30 


53 
33 
31 
41 
25 
104 


53 
86 
117 
158 
183 
287 


221 
34 
270 
at 


221 
255 
525 
525 


20 20 
207 227 
40 267 
160 427 
595 1022 
2 2 
18 20 
73 93 
513 606 



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68 



Table 3.-lndex of wells and test holes by owners 


Well or Well or 
Owner test hole numb,er 
Owner test hole numb,er 
A Barsky, George We 417 
Abele's Bottling Works, Inc. We 249 Battie, Dorothy We 445 
Accessocraft Products Corp. We 105 Batty, Thomas We 381 
Acquisto, Charles We 1283 Bauer, Mary We 1212 
Adler, E. We 644 Baur, John We 1313 
Agnew, C. R. We 972, 973 Beacon Hill :Manor, Inc. We 132 
Ain, Tobi We 1204 Bear Ridge Lake Corp. We 975 
Alcock, B. J. We 1303 Beattie, Lawrence We 707 
Alpine Inn We 1146 Beck, C. R. We 1224 
Amawalk-Shenorock Water We 508, 526, Beck, Gus We 967 
District 533, 1428, Beck, Mr. We 335 
1433, 1434, Beckaira, Frank We 658 
1435, 1460 Bedford Common School 2 We 1000 
Anaconda Wire and Cable Co. We 179, 580 Bedford Court Building We 1247 
Anderson, A. R. We 1100 Bedford Golf & Tennis Club We 684, 687 
Anderson, E. G. We 1132 Bedford, Town of We 501, 502 
Anderson, Gus We 418, 1352 Bedrosian, Lawrence We 926 
Anderson Home We 364, 365 Beigel, George We 280 
Andrus, Julia Dyckman, Beisser, E. R. We 613 
Memorial, Inc. We 111 Bell, G. K. vVe 1309 
Annin, William We 1308 Bellamy, F. W. We 456, 457 
Anspacher, L. K. We 806 Benedict, C. W. We 327 
Anthony, E. B. We 596 Benedict, Y. M. We 257 
Apawamis Club We 180 Bennett, A. We 851 
Appell, C. H. We 952 Bennett, E. L. We 1269 
Armonk Fire District 2 We 886 Bennett, W. 'Ve 498 
Armonk Public School We 836, 837 Bennett's Garage We 135 
Arndt, W. F. We 1237 Berger, Emil We 716 
Artesian Laundry We 284 Berkowitz, Harold 'Ve 297 
Ascoli, M. F. We 1073 Berman, K. K. We 1118 
Attlinger, Alfred We 1232 Bernen, H. B. We 930, 931 
A very Training School We 749, 750 Berol, H. We 976 
Bersani, J. We 631 
B Bethel, A. We 998 
Bianco Gas Station We 126 
Bailey, Howard We 1143 Biddle, M. D. We 570 
Baker, H. B. We 268 Bilbara Acres We 432 
Ballinger, S. J. We 902 Billingsley, Logan We 1418 
Baltz, John We 1150, 1151 Biondi, Adam We 955 
Bankhead, Tallulah We 435 Bione, Lawrence We 1290 - 
Banksville Community House We 894 Bird Estate vVe 278 
Barker, C. N. 'tV e 920 Bisbee, E. We 449, 877 
Barnard, B. G. We 1276 Bishop, F. N. We 436 
Barney, T. We 479 Bishop, J. D. We 882, 883 
Baroni, Adele We 605 Bjorklund, L. F. We 1268 
Barrego, S., Jr. We 831 Blind Brook Apartment Corp. We 184 
Barsky, A. J. We 416 Blind Brook Club W € 824 
69 



.. 


Table 3.-lndex of wells and test holes by owners-(Continued) 


Well or Well or 
Owner test hole numb.er Owner test hole numb,er 
Bloomingdale, L. M. We 289 Calder, Eckhart, Jr. We 842 
Bomann, George, Jr. We 475 Cameron, P. A. We 1152 
Bonnie Briar Country Club We 29,112 Camp Fire Club of America We 376 
Borden, Walter, Company We 343 Campfield, G. D. We 269 
Born, Christopher We 1148 Canavan, Eugene We 1251 
Borngardy, B. We 287 Canning, John We 575 
Both, Bert We 562 Carlson, A. P. We 421 
Boyer, E. D. We 442 Carlson, E. J. We 1324 
Boyer, Philip We 334 Carns, Arthur We 755 
Brady, Edward We 1263 Caroline Rest Home We 756 
Brady, Simeon We 1209 Caruso, James We 843 
Breezemont Park We 839, 840 Casper, James We 1225 
Breivik, O. N. We 377 Cassarole, Mr. We 602 
Briarcliff Farms We 917 Cassisi, Josephine We 153 
Briarcliff Manor We 512,514, Casson, Thomas We 1301 
520-522, Catalo, Dominic We 604 
525 Caterson, Lizzie We 741,742 
Briarcliff Table Water Co. We 918 Cavanaugh, E. We 234 
Bridge Drug Store We 1262 Cedar Knolls School We 719,793, 
Brixey, R. D. We 453 796 
Brockelbank, E. J. We 349 Cedar Street Garage, Inc. We 113 
Bromberg, J. We 478 Cerak, Albert "\Ve 659 
Brondy, H. C. We 1240-1243 Cernik, T. We 948, 949 
Brooklea Farm Sanitarium We 1158, 1161 Cesario's W ykagy I Grill We 97 
Brown, C. A. 'Ne 759 Cestone, John We 792 
Brown, Davis We 222 Clark, E. We 405 
Brown, J. B. We 386 Clark, Louis We 420 
Brown, Leroy We 764 Clark, M. We 399 
Brown, Millard We 272 Clark, R. K., Jr. We 677 
Brownell, G. A. We 419 Clark, Richard We 410 
Bruce, Joseph We 697 Cleanart Laundry, Inc. We 21 
Bruno, Peter We 896 Coble, Paul We 1071 
Bryan t, F. A. We 1402 Cochran, G. A. We 350 
Burditt, J. F. We 473 Cochran, Gifford We 464 
Burke Foundation We 1086 Cochran, Henry, 
J r. We 323 
Burroughs, Wellcome & Co. Cohen, J. We 711 
(D. S. A.), Inc. We 292-295 Cohen, W. P. We 26 
Bush, J. A. We 713 Coldbrook Farms We 689 
Butler, A. P. We 640 Cole, P. G., Estate of We 744, 745 
Butler, A. W., Estate of We 674 Cole, R. M. We 904 
Byram Lodge We 863 Collett-Week-Nibecker, Inc. We 306, 307 
Comfort, George We 1175 
C Commodore Record Co., Inc. We7 
Caesar, Harry We 1286 Conklin, A. E. We 244 
Cakagno, Vincent We 606 Connor, W. J. We 308 
Calabrese, Frederick We 661 Conroy, J. J. We 555 
Calandro, Joseph We 291 Cook's Restaurant We 147 
70 



Table 3.-fndex of wells and test holes by owners-( ContlnuedJ 
Well or Well or 
Owner test hole number Owner test hole number 
Cooper, Charles We 1417 Drinkhouse, M. F. We 676 
Cortland Stone Corp. We 248 Duleto, D. L., Co. We 175 
Coster, E. L. We 1307 Dunkly, R. J. We 384 
Cote, Philip We 426 
County Car Wash Corp. We 1379 E 
Cowie, J. A. We 765 
Cox, Alfred We 715 Eastman, Robert We 641 
Cox, William We 460 Edminston, C. J. We 954 
Cramer, J. T. We 534 Ehrman, F. L. We 868 
Crawford, A. L. We 630 Electric Plating Co. We 121-123, 
Crawford, William We 313, 673 1407 
Croman, Harvey We 227 Elias, H. H. We 867 
Croton Falls Realty Co. We. 506, 507 Elliott, Roger We 664 
Croton on Hudson We 509, 511, Elmwood Country Club We 720 
1422, 1426, Emily Shaw Inn We 1369 
1427 Episcopal Church of South 
Croton Point Park We 344 Salem We 486 
Curry, James We 332 Erlich, J. We 717 
Esso Bulk Plant We 600 
D Ewing, Joseph We 424 
Dale, T. We 615 F 
Daniel Grey Fishing Club We 828 
Daniele's Linen Supply Co. We 1322 Fairlawn Farms We 1157 
Darlington, C. F. We 675 Fairview Country Club We 588-590 
Daros, Rose We 942 Farrar, V. C. We 480 
Davidson, W. N. We 312 Federal Telecommunication 
Decaprio, N. J. We 556 Laboratory, Inc. We 646 
Deed Realty Corp. We 1177 Fenig, John We 267 
De Flavis, Fred We 932 Fenway Golf Club We 1091, 1098 
Delaney, T. S. We 441 Ferber, Maurice We 1065 
Delar, S. We 240 Ferncliff Cemetery We 746 
Dellwood Dairy Co., Inc. We 12,13 Ferrante, T. J. We 1155 
Dellwood Farm We 900, 901 Ferrara, Charles We 634 
De Mar, Joseph We 561 Ferrari, Louis We 1420 
Devereux, W. B. 'Ve 1180 Ferris, L. A., Estate of We 1317 
Devine, G. A. We 1144 Ferris, R. C. We 939 
Devonshire Garage We 15 Fettner, Louis We 1223 
Dierckx, C. J. We 434 Field Home, Inc. We 1115, 1123 
Director Glove Shop, The We 119 Field, W. B. Osgood We 1120 
Dixon, George We 832 Fielder, E. M. We 1233 
Dominican Sisters We 718 Filer, Herbert We 241 
Donohue, V. J. We 270 Fiore, Hugo We 1217 
Doran's Restaurant We 19 Fisher, M. A. We 311 
Draper, W. P. We 1310, 1311 Fisk, D. L. We 934 
Drazdyk, Nick We 621 Flanigan, H. C. We 818 
Dretzin, S. C. We 336 Foley, J. We 1302 
71 



Table 3.-lndex of wells and test holes by owners-(Continued) 
Well or Well or 
Owner test hole numb,er Owner test ho le numb,er 
Forscher, Richard We 960 Gottlieb, Robert We 1182 
Preedland, \Villiam We 265 Goudey, A. 'N. We 459 
French, Jesse We 678, 694 Gould, R. G. We 757 
Frey, A. G. We 1297 Grady, R. L. \Ve 565 
Frick, H. C. \Ve 681, 682 Grant Laundries, Inc. We 129 
Fried, Harry We 647 Grassl, Frank We 1145 
Friedman, 1\1. A. We 1178 G recn, Clarence We 1239 
Friedman, M. L. \Ve 935 Green, George \Ve 563 
Friesner, Isidore \Ve 1298 Green Meadow Dairy We 181 
Flu Chung International Corp. We 821 Greenmeadow Farms Dairy We 190 
Fuller, William We 933 Gremlich, Erwin We 1062 
Funston, \V. H. We 409 Griffen, C. B. We 593 
Furio, Michael \Ve 1271 Griffiths, F. We 895 
Grimm, Ferdinand We 1112 
G Gropper, William We 225 
Gabriel, E. V. \Ve 369 G ross, A be We 106 
Gaedecke, August We 937 Grove, R. B. We 915 
Gaisman, H. J. We 788 Gunther, W. W. We 1141 
G ans, M. S. \Ve 177 H 
Gardner, C. C. \Ve 1061 
Garrey, L. We 988 Haas, John We 1230 
Garrity, Harold We 283 Hageman, W. F. We 612 
Gedney Golf Club \Ve 833 Haida, Hilda We 1305 
Geller, Monroe \Ve 925 Hall, Charles We 361 
General "Motors, Inc. We 116 Hall, Kenneth We 362 
Gerson, Albert \Ve 1128 Halstead, W. T. We 467 
Giardina, Anthony \Ve 1284 Hamilton, E. P. We 1252 
Giardina, Charles \Ve 1285 Hancock, J. M. We 290 
Gibbs, A. C. We 1139 Hanner Service Station We 115 
Giddens, Z. P. We 1376 Hansen, A. We 924 
Gifford, C. H. We 938 Hansen, F. W. We 374 
Gifford, W. S. We 849, 850 Happiness Laundry Service, 
Gilbert, J. R. We 1416 Inc. We 27 
Gilbert, S. L. We 437 Haritou, R. C. We 1229 
Gillam, Arthur We 557 Harmony Inn We 326 
Gioia, Louis We 1075 Harris, Carl We 406 
Glazier, H. S. We 668 Harris, George We 829 
Gleason, John We 889 Harrison, Lewis We 1244 
Godwin, F. M. We 1312 Harrison, Town of We 1442 
Goldberg, I., and Son We 191 Harrison, Town of, Water 
Goldberg, J. We 629 District No. 1 We 148, 149 
Goldens Bridge School \Ve 1261 Hart, E. C. We 1304 
Goldsmith, Walter \Ve 845 Hartog, C. We 401 
Good Counsel College V,r e 91 Harvey School We 1253 
Goodie Shop We 1392 Haupt, Harry We 752 
Gordon, R. C. \Ve 354 Hayes, E. B. We 956 
Gorton, A. J. We 679 Haynes, A. We 407 
72 



Table 3.-lndex of wells and test holes by owners-(ContinuedJ 
Well or Well or 
Owner test hole numb,er Owner test hole numb.er 
Hazzard, A. We 304 Johnson, A. We 470 
Heatherdell Farms, Inc. We 573, 574 Johnson, D. F. We 379 
Heilman, G. B. We 827 Johnson, Fred We 1219 
Heinzer, William We 835 Johnson, T. L. We 331 
Heller Hostessware, Inc. We 133, 1064 Johnson, W. We 844 
Henker, E. We 680 Johnson, W. H. We 847 
Henle, James We 787 Jones, Chester We 309 
Hicks, Alfred We 1273 Jones, F. P. We 1316 
Hill, John We 848 Jose, Kno by We 194 
Hirsch, G. T. We 358 Junge, William We 662 
Hitchcock, C. E. We 656 
Hi-Way Auto Laundry We 1074 K 
Holbrook, H. T. We 448 
Holst, R. We 688 Kager, Hertha We 705 
Hopkins, F. T. We 1281 Kahrs, E. M. We 535 
Horowitz, A. We 431 Kalb, Herman We 239 
Horstein, S. We 1137 Kangas, Leonard We 669 
Horton, Bradford We 328 Kaplan, S. B. We 226 
Horton, E. G. We 195 Karmel, Abraham We 452 
Horton Ice Cream Co. We 1409 Kates, P. W. We 576 
Howe, E. A. We 1382 Kathburn Kennels We 1174 
Hudson Country Day School We 101 Keeler Homestead, Inc. We 1067 
Huelle, W. E. We 1266 Keesler, Jeffrey We 262 
Huguley, A. W., Jr. We 683 Kelley, Thomas We 961 
Hunt, J. R., Jr. We 1318,1319 Kendrick, B. B. We 1213 
Husted, J. G. W. We 450 Kent, L. J. We 363 
Kessman, Ralph We 799 
King, Charles We 558 
King, David We 830 
Immerman, A. We 186 King, J. M. We 800 
Indian Point Park We 245 Knapp, C. G. We 1238 
Individual Laundry Service Kneale, A. T. We 974 
Corp. We 104 Knox, A. T. We 913 
Inganni, Mario We 970 Koal, I. We 388 
Ingersoll, R. A. We 892 Koegel, O. E. We 536-541 
Isaac, Robert We 156, 162, Kohl, S. G. We 301 
385 Kohnken, J. H. We 1300 
J Korcinek, W. A. We 1221 
Kraft, M. A. We 941 
Jacobius, Milton We 1220 Krainin, J. M. We 698 
Jacobson, A. B. We 496 Kramer, Philip We 936 
J eryco Plastics Corp. We 140 Kravos, A. We 1218 
Jessup, Richard We 599 Krum, F. R. We 411 
Jewish Child Care Assoc. of Kukura, Joseph We 163 
New York We 397,398 Kukura, Peter We 154 
Joffe, Hyman "\Ve 1289 Kummer, George We 616 
73 



Table 3.-lndex of wells and test holes by owners-(ContinuedJ 
Well or Well or 
Owner test hole numb.er Owner test hole numb.er 
L Luhrs, M. J. We 598 
Lamm, A. W. We 224 Luquer, T. T. P. We 985 
Landsbury, P. J. We 1296 Luther, W. A. We 1234 
Landt, Karl We 846 M 
Langle, Richard We 758 
Lanier, Henry, Jr. We 1060 MacLeod, D. H. We 803 
Larchmont Greenhouses We 1055 Macy, Edith We 914 
Larchmont Yacht Club We 110 Maginnis, Thomas We 367, 368 
La Russell, C. We 866 Mahl, .c. W. We 633 
Lasdon, W. S. We 943 Mamaroneck Chemical Corp. We 144 
Laskey, N. F. We 481 Mancini, Rocco We 1205 
Lastique, C. vVe 258 Manhattanville College of the 
Lawrence Park Heat, Light & Sacred Heart We 813, 815 
Power Co. We 169, 174 Marceca, Reo We 946 
Lazo, Hector We 414 Marcoski, Lada We 865 
Lee, R. C. We 1248 Mark, M. H. We 373 
Lehman, Arthur We 819, 820 Marks, N. L. We 706 
Lehman, H. H. We 816 Marler, A. We 444 
Lenox Laundry .Co., Inc. We 139 Marqusee, G. We 735 
Lent, Robert We 626 Martini, Amedeo We 958 
Leslie-Henry Corp. We 130, 131 Martino, A. We 183 
Letiecq, H. O. We 1090 Maryknoll Seminary We 927, 929 
I.Jevin, N. W. We 370 Masiello, ]'risco We 1275 
Levins, H. We 256 Mason, G. H. We 624 
Lewis, Edward vVe 1419 Mason, H. T. We 645 
Lewis, R. L. We 1197 Mason, Scott We 329 
Lewisboro School We 355 Masse, Paul We 1278 
Liebman, C. J. We 482 Materia, S. We 1288 
Light Steam Laundry, Inc. We 96 Matthews, Mark We 1436 
Lincoln Hall We 1214-1216 Mayer, Ernest We 879 
Lincolndale Estates We 1227 Mayo, E. We 1088 
Lindenau, James We 390 McCormack, Fowler We 1294 
Lingg, Joseph We 577 McCullough, Charles We 940 
Lock, Harold We 192,193 McFadden, L. E. We 275 
Locke, L. M. We 393 McGarrity, A. We 734 
Lockwood, Emily We 1405 McGrorty, E. B. We 708 
Loder, K. We 277 McKinlay, J. S. We 723 
Loeb, L. M. We 371 McNamara, A. We 495 
Loeb Memorial Home We 648, 726 Medwick, M. P. We 28 
Loren, Harold We 298 Meldrum, William We 471 
Loveling, J. A. We 443 Mele, Pasquale We 987 
Loyal Inn We 282 Meredith, J. E. We 1076 
Loyola Seminary We 1110 Merrell, E. G. We 454 
Lubin, L. We 263 Merrill, L. K., Jr. We 1325 
Lucas, Warren We 351 Merrywidow, H. We 415 
Luce, W. B. We 1280 Mertens, H. We 233 
Luftglass, Max We 1222 Mertens, R. H. We 228 
74 



Table 3.-lndex of wells and test holes by owners-(ContinuedJ 
Well or Well or 
Owner test hole numb,er Owner test hole numb.er 
Messolonghites, C. N. We 422 N 
Metz, H. L. We 747 Nash, Joseph 
Meyer, Eugene We 870-872 We 733 
Middle Patent Rural Cemetery We 898 Naucler, L. C. We 1265 
Middle Patent School We 887 Naumburg, G. W. We 382, 383 
Mikulak, John We 627 N eergaard, C. F. We 639 
Miller, Du Bois We 360 Neilson, A. We 878 
Miner, H. F. We 314 Nelson, J. R. We 395 
Miller, Hubert We 252 Nelson, Philip We 919 
Millman, D. H. We 945 Nepera Chemical Co., Inc. We 1070 
Minetto, L. P. We 672 N estledown Farms We 695 
J\1:init-Man Auto Laundry We 94 Neukam, J. B. We 740 
J\1inott, Harold We 977 New York Central Railroad We 247 
Miraglia, Francesco We 1156 New York, City of We 869 
J\ifitchell Place Garage We 118 New York City Dept. of Water 
Modern Auto Laundry We 103 Supply, Gas & Electricity We 2,3 
Modern Carpet Cleaning Co. We 100 New York City Y.M.C.A. We 235 
Moger, H. H., Jr. We 876 New York Hospital 
Mohegan Manor, Inc. We 1119 (Westchester Div.) We 200, 220 
Momsen, R. P. We 1415 New York National Guard 
Montefiore Hospital We 978, 984 (Gamp Smith) We 1166, 1173 
J\foor, D. B. We 427 New York Telephone Co. We 1078, 1085 
Moore, A. We 310, 753 New York Water Service Corp. We 770, 786 
Moore, G. A. We 761 Newell, Moyca We 455 
Moravick, Joseph 'N e 950 Nicoll, F. We 359 
Moren Brothers Management Nissen, Rudolph We 709 
Corp. We 20 Nitz, W. E. We 607 
Morgan, C. D. We 236 Noble School We 1153 
Morotto, Sam We 790 North Salem Central School We 951 
Morris, J. G. We 962 N orthridge, Laddie We 609 
Morrisania Dairy Co. We 285 Nyberg, Arthur We 319 
Moses, H. We 864 
Moss, W. 1. We 342 0 
Mount Kisco Bottling Co., Inc. We 1058, 1059 
Mount Kisco, Village of We 503-505 o 'Boyle, Edward We 1250 
Mount Pleasant Ice Cream Co. We 730 O'Connor, W. J. We 308 
Mount Pleasant Westchester Old :Mill Restaurant We 1104, 1254 
Cemetery Corp. \Ve 738 Old Oaks Country Club, Inc. W'e 807, 809 
Mount Vernon Die Casting Old Rockwood Hall Country 
Corp. We 138 Club, The We 1103 
Mudge, S. We 966 o Idstone-on - the- Hudson We 635 
Muehlstein, Herman We 483 Olenik, Jacob We 841 
Murphy, E. We 229 Olin, Philip We 333 
Murphy, J. L. We 1133 Oppenheim, A. N. We 671 
Murray Pontiac Co. We 117 Orbaek Farm, Inc. We 732 
Muskus, J. F. vVe 1414 Osborn Memorial Home We 167, 168 
'Myers, H. \Ve 230 Ossining Hygeia Ice Co. We 150 
75 



Table 3.-lndex of wells and test holes by owners-(ContinuedJ 


Owner 


Well or 
test hole numb.er 


Ossining, Village of 


Otis Elevator Co. 
Our Lady of Mt. Carmel 
Church 
Outhouse, Ralph 


p 


We 157-160, 
348, 1461, 
1463, 1465, 
1479 
vVe 16 


We 710 
We 953 


Palmer, Ross We 324 
Palmer, W. E. We 425 
Paramount Aquarium, Inc. 'N e 264, 266 
Parish, R. L. We 462, 1270 
Parish, R. L., Jr. We 463 
Park, M. S. We 1282 
Parker, J. We 696 
Parker, Morgan We 1315 
Parkway Laundry Service, Inc. "\Ve 89,90 
Patterson, William We 731, 1279 
Paulson, Leonard We 1403 
Peckerman, H. We 232 
Peekskill, City of We 1410 
Pehquenakonck Country Club We 468,469 
Pelham Country Club We 108, 109 
Peninsula Development Co., 
Inc. We 1068 
Penzner, S. A. We 1299 
Peters, A. We 221, 620 
Pforzheimer, C. H. We 817 
Phelps Dodge Copper Products 
Corp. We 17, 18 
Philbin, J. H. We 657 
Phillips, G. T. We 999 
Phillips, T. W. S. We 337 
Pincus, Samuel We 736 
Pine Hill Crystal Spring 
Water Co. 
Pinewood Sanitarium 
Pistori, Spartaco 
Pix Theater 
Pleasantville, Village of 
Plotkin, Anna 
Pocantico Hills Central School 
Podesta, E. W. 
Polchinski, Joseph, Co., Inc. 
Pollack, J. L. 


We 396 
We 1210, 1211 
We 1287 
We 120 
We 542-547 
We 1111 
We 762 
We 789 
We 748 
We 691 


Well or 
Owner test hole numb.er 
Pons, Frederick We 888 
Ponzini, L. J. We 325 
Poor, W. S. We 316-318 
Post, C. T. We 340 
Pound Ridge School We 402 
Precision Valve Corp. We 1380, 1399 
Preim, Herman We 466 
Pryor, S. W. We 477 
Purchase Community House We 805 
Purchase Fire House Dist. 
No.2 We 178 
Purchase School District 2 We 826 
Purchase Wholesale Green- 
house, Inc. We 822,823 
Purdy, Arthur We 1274 
Purdy, E. C. We 1398 
Purdy, I. H. We 497 
Pure Food Co., Inc. We 142, 143 
9 
(
uaid, "\Villiam We 288 
'Quaker Ridge Gardens Corp. We 1087 
'Quaker Ridge Golf Club, Inc. We 22-25 
Quaranta Service Station We 125 
Quastraro, Peter We 1413 
R 
Rahko, Vaino We 944 
Rainbow Camp We 338, 339 
Rainbow Finishing Corp. We 1162, 1163 
Rainsford, Kerr We 1249 
Readers Digest Assoc., Inc. We 356, 357 
Reaser, R. A. We 916 
Reese, W. S. We 1411 
Reid, Ogden We 810, 812 
Reilly, J. W. We 754 
Reinack, V. M. We 1370 
Reiniger, S. H. We 891 
Reshower, Joseph We 403 
Reyburn, S. W. We 1201, 1202 
Reynolds, Jerry We 1255 
Reynolds, W. S. We 413 
Richdale, H. W. We 1228 
Rickert, G. A. We 636 
Ridge Street School District 
No.5 We 1154 
76 



Table 3.-lndex of wells and test holes by owners-(Continued) 
Well or Well or 
Owner test hole numb.er Owner test hole numb.er 
Rieber, P. R. We 690 Schultz, F. We 968 
Ripley, Edwin We 345-347 Schultz, F. W. We 1235, 1236 
Ritt, R. F. We 1400 Schutt, Carl We 947 
Rizzo, Joseph We 990 Schwarz, R. J. We 1206, 1207 
Robinson, M. S. We 433 Scofield, F. B. We 1056 
Rocco Motor Sales Corp. We 281 Scofield, H. D. We 1121 
Rockefeller, David We 701, 702 Scofield, H. E.' We 404 
Rockefeller, J. D. We 804 Scott, W. J. We 151, 152 
Rodock, Fred We 623 Scott, Wallace We 1292 
Roffi, Arthur We 491 Seaman, Gladys We 643 
Rogers, H. E. We 1179 Selly, William We 423 
Rogers, J. G. We 670 Seltzar, Leo We 223 
Rosary Hill Home We 739 Serio, William We 440 
Rose, William We 880,881 Seven-Up Bottling Co. We 98 
Rosebank, G. W. We 594 Sfondrini, Arthur We 488,489 
Rossback, M. J. H. We 595 Sfondrini, Josephine We 492 
Royal Acres, Inc. We 1113 Sharp, S. J. We 315 
Rubel Corp. We 9-11 Sheck, George We 321,430 
Rubin, Harry We 768 Shelley Brothers We 712, 714 
Russell-Burdsall & Ward Bolt Shelly, P. A. We 802 
& Nut Co. We 164, 165 Shilling, Harry We 699 
Shillinglaw, C. A. We 1101 
5 Shotland, Ben We 1114 
Sachs, Walter We 375 Shrub Oak-Mohegan Water 
Saint Mary's Parochial School We 722 District We 550, 554 
Saint Patrick's Cathedral We 751 Shulman, Benjamin We 1408 
Saint Peter's School We 276 Shultz, A. M. We 1306 
Salem Acres, Inc. We 461 Sidnam, A. N. We 642 
Salline, H. We 394 Silka, Lawrence We 1377 
Salvation Army Ashford Hills Silkman, M. T. We 1314 
Camp We 797, 798 Silver Lining Laundry, Inc. We 8 
Samuelson, F. W. We 619 Simmons, Edward We 380 
Sanders, A. E. We 965 Simon, Leo We 1198 
Sanker, William, Jr. We 1231 Singer, F. L. We 628 
Sapey, E. D. We 957 Siracuse, B. C. We 1412 
Sarno, Espedito We 625 Sisters of Mercy We 766 
Savory, P. We 767 Skerratt, Roland We 155 
Scalzo, F. J. We 274 Sleepy Hollow Country Club We 1099 
Scarsdale Telephone Co. We 1066 Smith, F. W. F. We 1421 
Scheck, Ernie vVe 608 Smith, George We 971 
Scheid, Herman We 700 Smith, H. O. We 458 
Schiff, William We 884 Smith, H. S. We 1147 
Schmidt, E. B. We 494 Smith, U. B. We 1277 
Schneider, Charles We 769 Snow, G. N. We 923 
Schoellhamer, William We 493 Snow Like Laundry We 127, 128 
Schrafft's Stores, The We 161 Somers Central School 
Schulberg, A. D. We 472 District 1 We 560 
77 



Table 3.-lndex of wells and test holes by owners-CContinuedJ 
Well or Well or 
Owner test hole number Owner test hole number 
Sonotone Corp. We 724, 725 T 
South Salem Fire District \Ve 487 Tafel, Samuel We 389 
Sparkle Plenty Car Wash Co. We 1165 Talleyrand, Duchess de We 568 
Spencer, E. A. B. We 922 rravolil1a Bros., Inc. We 296 
Spic and Span Auto Club We 6 Taylor, B. 1. We 1181 
Sprain Lake Golf House We 286 Taylor, :Mr. We 387 
Standard Brands, Inc. We 261 'raylor, S. J. We 611 
Stauffer Chemical Co. We 578, 1456, Taylor, W. E. We 637 
1457 Taylor, W. P. We 428 
Stech, D. H. We 838 Taylor, Winfield We 447 
Steefel, Robert \Ve 1131 Thomas, A. J. We 597 
Steinbach, Milton We 302 Thompson, G. C. We 969 
Steinman, T. C. We 99 Thorn, J. M. We 903 
Steinmann, F. S., Apothecary, Thorner, F. We 1142 
Inc. We 114 Thornwood Water District We 566, 567 
Stephens, L. E. \Ve 1208 Tingley, G. R. We 408 
Sterling, Philip \Ve 182 Tishman, Norman We 1381 
Stern, A. K. We 412 Todd, W.. We 271 
Stern, I., and Co., Inc. \Ve 136 Town Tavern We 176 
Sterns, R. B. We 569 Trano, Alice We 666 
Stillman, James We 1295 Tripp, Frank We 499 
Stilson, James We 964 Troiani, D. H. We 330 
Stine, Peter We 378 rrschopik, Harry, Jr. We 1106 
Stolte, Hans We 1089 Tucker, Louis We 1140 
Stone, N. J. We 320 rrully, K. O. We 372 
Storver, Ernest We 743 Turci, Joseph We 614 
Stott, G. D. We 474 Turgeon, D. We 1176 
Strang, J. N. \Ve 1125 Turner, L. We 273 
Strathglass Farm We 196, 300 Turro, J. C. \Ve 921 
Straus, H. G. We 905 
Straus, Nathan, Estate of We 660 U 
Straus, R. I. We 476 
Strehl, Frank We 989 Underkoffler, A. W. We 1246 
Stringer, Carlton We 1130 United Hospital We 1199 
Suburban Ice Corp. We 141 University Loudspeakers, Inc. We 93 
Suburban Laundry Co. We 87, 88 Updike, A. R. We 1321 
Sullivan, J. F. We 890 U sonia Homes We 1164 
Sullo, R. J. We 959 
Sundial Farm We 341 V 
Sunningdale Country Club We 703, 704 Vail's Grove, Inc. We 465 
Swenson, C. L. We 250, 251 Valentine, Isabel We 485 
Swift, E. J. We 1203 Van Buskirk, Richard We 1264 
Swinehart, Gerry We 893 van der Heyden, G. We 610 
Sylvester, J. E. and Berni, Alan We 875 Village Launderaid We 1404 
Symon, J. C. We 490 Viola, John We 1401 
Szabo, Gustaz We 632 Von Harten, H. We 559 
Szapary, Anthony We 439 Von Schilgen, C. J. We 185 
78 



Table 3.-lndex of wells and test holes by owners-{Concluded) 


Well or Well or 
Owner test hole number ' Owner test hole number 
W White Plains, City of We 586, 587, 
Wagenhals, L. A. We 237 649, 652 
White Plains Dairy We 92 
Wago, Joseph We 665 White Plains Hospital We 95 
Wakeman, F. A. We 429 Whitman, W. E. We 322 
Wallace, DeWitt We 874 Wickenden, C. R. F. We 1293 
Wallack, Bessie We 1124 Wile, B. L. We 885 
WaIter's Restaurant We 1077 Wilkenloh, James We 438 
Walters, W. J. We 603 Wilkens Fruit Farm We 1135, 1136 
Warburg, F. M. We 581-583, Williams, J. H. We 279 
585 Williams, J. N. We 692, 693 
Warburg, Paul We 584 Williams, L. A. We 1105 
Ward Pound Ridge Wilson, I. E. We 571 
Reservation We 653-655 Windmill Farm, Inc. We 852-862, 
Warner, B. W. We 1200 906, 912 
Wartburg Orphan's Farm Windsor, Henry We 1138 
School We 137,737 Winged Foot Golf Club We 1107, 1109 
Washburn, H. E. We 564 Winkler, Edward We 667 
Washington Laundry and Winston, Harry We 299 
Linen Supply We 146 'Vise, E. H. We 366 
Watson, E. H. B. We 166 Wiseman, R. C. We 1245 
Webster, B. M. We 1267 Witzel's Turkey Farm We 1117 
Weeks, A. B. We 763 Wolcott, Thomas We 243 
Vol einstein, E. We 986 Wolff, M. J. We 253, 255 
Welch, F. W. We 446 W ollowick, D. P. We 259 
Wells, Marion We 1272 Woody Brook, Inc. We 231 
Wert, James We 622 Woolworth, F. W., Co. We 124 
West View State Farm We 991, 997 Woolworth, R. W. We 352, 353 
Westchester Country Club We 187-189 Worden Sand and Gravel Co., 
Westchester County We 591, 592, Inc. We 1063 
760 Wuttke, Herman We 663, 1069 
Westchester County (Court Wykagyl Country Club We 102 
House) We4 y 
Westchester County Dept. of Yeshiva Farm Settlement, Inc. We 484 
Public Works We 30, 31 
Westchester County Park Yonkers, City of We 1 
Yonkers Perfect Laundry, Inc. We5 
.Commission We 107, 260, Yonkers Raceway We 1256 
1127, 1134 Yorktown, Town of We 548, 549 
Westchester Hills Golf Club We 834 Young, Aaron We 1226 
Westchester Plastics, Inc. We 145 Young Mens Christian 
Westervelt, V. We 801 Association We 305 
WF AS Broadcasting Station We 721 
Wheelock, M. D. We 873 Z 
Whippoorwill Golf Club We 963 Zeliph, Alfred We 618 
Whitcomb, Julia We 391, 392 Zinsser & Co., Inc. We 579 
White, H. T. We 451 Zobel, M. L. We 899 
79